Loading...
HomeMy WebLinkAbout0046 LONGVIEW DRIVE �� �Oi7 vr�v �rr v.� � �� t :r------- _ - ,, __ _. '� k y 4 f '• f i i _� .,. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION # 1 Map / I Parcel v (J 9 Application #6 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board � . Historic OKH _ Preservation / Hyannis Project Street Address Wo +.01 ext) 'l i) Village Owner ®��� , C ��n�e� Address ��� JQ Telephone �`�(Z -co keprmit Request k=:<chea .51le't G�r31e �t0 , a �1 , &AG &Oaqstets 1 (- �.Os. � ����,,6�w.a�z`tv. ^� �aODOTT1 ' S Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new tee, Zoning District Flood Plain Groundwater Overlay Project Valuation 3l7 .OJ Construction Type BUILDING DEPT. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach suppogN �P itltation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) � �9I TAO LE Age of Existing Structure Historic House: ❑Yes ❑ No On Old King'sW91pl y: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ I Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use — - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r��, �� \ �`c J l Name �f �* Telephone Number 77 Zt 3ei Address 3 19-��� C T7 a License L 10 1 76T 'Et On Home Improvement Contractor# ) 23 D Email_ l l-clN e.P 6 X-N Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 0%^ Psft'/1 SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The eoBzmmveakh of add Department of1ud=bidAcdZmft 600 WashfiW=,56eet Boston,MA#2HI wwmmmmgfflsa Workers' Cumpeniation Lnw=ce Affir�asrit$aff e7JCMfi=kW&T1ec&riany?1=hers PleasePrint Ci.ty1SfhAe/7-H'V- t-- iW < <!`'� e� � 7q Doi,- -f9 / Are�ya;uua&vbyer?fheckthe appropriate bares Type of project(ralu red): I_ oat a emplssfer vritb 4. ❑I oar a general r onfnfctor and I emFlaFew( P ).* havehiredthe suit-dos 6 ❑New � fia]1 and/or az�-#ime 2.❑ I am a Emile propsietor orgartaw- fined c1afhe`attached sheets, 7- ❑R=o&Hng ship and have no emplayem These sob-c�i have 8- ❑Demolitiaa wading forme in any capacity. ezupl aadhave wodmrs' 9_ ❑Suilliag addifioa [NO wow'ooazp_iasufatJce Comp- l • . regnaed_] 5- We are a torporafilm and its 16-❑Eleddod repaim or adaions 3_❑ I am.a lwmeovmw doing all wow ohs have erased ffu�x 11_El Pluad iagrepaiss or ad&icim nqsdf[Nvisks o ' Cn of per MO. L❑Roafregais required-]E - c.M§1(4h andwehaveno �- employem[No worms' 13. -10ther camp_iusmance mquir�] *Any spp& �at sheds Ews�l Est also SIlvrthe sechoabeIow �eireifi mmp�•�ti,,•poyegirema� #�eoame6�o sabaaEt dos sf i 8,ep sce doing agw�ic sad B�hae au�3ac �mst submit a nezv af�d:eit iadiari�sIICFi fCanftxcOaf39 c'hecYthfs box mast stta rasddilimzat stet sboadagtheas oEttre aeel stafzvrLeth�arnat#hnse emiuPshs� erapbyem if the ¢hate e=2IVYee%HugamsrgmsaadLLd1 r UMd[E&C='Lp•PG&Y mnnber -Tam aua eoipier t7iatis pra� rg iorrrkers'caaspeasrrtfrrrt irtsrtraaca fvr c�nFlay Setary is ihs prrcy a jaFa site i��orrnativrt Iasu mee,CompaiVName: 'Poficy,or.^elf-iMIiC_41- bpi iaaDate: 1�a3�( r Job Re Address_ Attach a copy of the warkere campensationpolicy dechwation page(showing the poRcy member and expiration date). Failure to secam coverage as requiredunder Section 25A o€MQ.c-1572 is a lead to ttie imposifion of coal penalties of a fine up to$1,500:00 and/or one-yearimpdsonment,as well as civil peudfies n the faun of a STOP WORK ORDEBand a frae of up to$Z5Q00 a day agafiist ffe viiDLenn Ee adsdsed that a copy of this s:Eaf ement maybe forwarded to e e Office of Iavest�; s of the DIA for i ce coverage vedfkatim Ida fishy csd#p penabiar afperjaty fhatflie inforwa€iaa prodded abbom&6=and correct Si 11 - Iv atunr Elate 1 /— r Phone rk Ojidd ff gss anly. Do not write ins area to be cxnapTeted by city rPrtn rFrt ajrerat City or Town: PeroftMicense# Iss ngAuthority(cacieone): I.Soar d of Mal& Departmeut 3.CAyfrown Clerk 4.Electrical Iuspectur S.Pinutbing TmspeCtor C.01her Coact Person: Phond 9: 6 lbaformation and lastructions ' / 'hh=Macc mceft G=e.g Laws c M re:gcwes all MgAU s Fn FCFVi&WMTM 'co1pensatian for they amplayees. ' Pmsua�to.this stuff,an�layee is defned as;every pcdson in the=vim of •oa&x airy coaract of Ime, Mpl-e=or iiupliecl,oral or wriitr Au errr�Tayer is &e fm as ban paib-v assocaafion,�P° 0u as ofiiez legal er y, my two or mole of the foregoing=Zagc&iu a Joint eofrapd=,=Ai ocludmg 1ff=legal Fep=ent Eves of a dwz sed employer,or fie =ce1vez or trast=of an iUiyidoal,partafTsip,association or Dimes legal entity,employing craFlayeer- ADD-Mver fhe ovens'of a.dweIImg hone having not more tbaa tbree apmt n=Is arid resides fzeeein,or the oc�oftbe- dweIIi ag house of anther who employs pexsans to do make,coast ml ion or repair work on.sash dwelling house or on the grounds or budding appart=motf cb shannot because of Such map: loymsut be deemed to be as employes" MGL cl�apfotr I�'l,§25C(r7 s]so sfaius that"every staf�or Ioral Ticeasing agency shall�itbhoI3$e issaance or reaew'al of a Tcease or permit to operate a:business or to construct bmldings hx ffie cnxnmoaveeaUh for nay applicant-Who has not produced acceptable evidmm of c6mpTiaam With&e.hn-ar=ce.covexageregaire&" AdionallY,M(H-cbapter 152,92:5C(7)status-Teif wthe mwealfh nor any ofifspolhical subdivisions shall meter into any contract for the pace ofpablic'eeozicu a acceptable evideom of corupliancewith fie fi m"ace.- req eufs of-this chagtrahave frompreserifedin fire mrftarting aafhDuty-" Agplicaats Please fi L orut ffie wodreas'compe'nsafion a$davit completely,by chwJcmg the bw=ffia±apply to YOW won aac�if necessary,amply sab�tor(s)name(s), address(es)a ndph==IXMDb=(s)alongwifhfbeir=fficafe(s)of insurance. L=ifedLiab7rtY Companies(LLQ or Limited Uabi- p`Pm s.(LLP)W&Lno =:IPIoyexs othez ihanfhe members or parf=s,are not regunrd to carry worlcess' comgensatim nnsar „gyp if an LLC or=does have eX3:Ployees,a.policyisrMIokCd. Be adyised.tbat this am&-Vk maybe so.TmxRtCdin the Departmentoflndusfrial Accidenfr fbr cow offi smmt:e coverage: Also be sure to sign and datejfhe sfntdavit. The affidavit should be retznned to the city or town that fhe application fur the permit or license is being request not the DepMtned of Irffi2staEl Act M=Hyou have any questions regarrFmg fhe law or if yo a see regn ued to obtam a wozlo=s' Da33P=saiin„poficL please call th.6Depadmeotatf crrombezlbti dbelow. SEJf-ftISoICdcOmPEmjCs should enfe.their self-in�ce license number on fie apprapdafn Ike. City or Town O f tic aTa t Please be sure fib the affidavit is complete andpriatdlegTbly_ 'IheDeparfinerlthas provided a space at,fhebotb= of the sffidavitfor youth fell out inthe event the Office ofhr7csiigaems has to cmdactyouregazdmgthe applicant: Please be sure to fll.m the pen�it/Iicmiw nwnber which Will be used as a re fi:=ce mnmber. In-addition,an applicant that must submit ronht ple permitUcease spPht at=in arty givesyam,need only submit are affidavit indicating cent p ohcy mfoanation gnecessary)and under-lob Ste A.ddcc&*fze applicant should wzite"aU lorab s in (MEY ar fawn)_'A copy ofthe-affidavitffiathas been officially sipped ormaziced-bythe city or town may be provided to,the . applcan#as proof t3iat a valid affidavit is on Me for f 3tar p�or II�cs- A new affidavit�,st be fiIled out ca cTi year.Where abome owner or cifiz is obtaining alicease ar peonitnot=eIa#:;din anybusincss or gal venflne _ (Le.a dog license orpezmit to burn leaves etc_)said person.is NOT=Fdred to campIrba this affidavit t The:OfficeofInvestigad=wouldh7cetothankyouinadvanceforyourcooper andsbovldyouhaveairyquestions, please do not hesitate tD give us a call and fax mmmbea: The,7�eparfinerZt's a.ddrrss,telephOne n of Massach=czz - Deparfnmt of IBdrd1 Accident a ctr of urve&tfga-tzo= �4 man t T6..4 G17-' -4 406 ar 14 1&kSS Fax 9 617 727 7749 Revised:¢24-17 W AWC Guide to Wood Construction in.High Wind Areas:110 mph.Witid Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 0 Cheak 1.1 SCOPE Compliant WindSpeed(3-sec.gust)...................................................................._.............................................110 mph — WindExposure Category..._..............................................................................................................I.........B 1.2 APPLICABILITY Number of Stories ..................................._.........................(Fig 2)............................ stories s 2 stories _ RoofP'rtch ....................................................................... (Fig 2).................................•........• 512:12 Mean Roof Height ...(Fig 2)..............._...... — BuildingWidth,W......................_.......................................(Fig 3)........................ ....... .-.............._ft s 80' Building Length,L ..............................................................(Fig 3)........................ ............. ..........—ft s 80' — Building Aspect Ratio(UW) ...............................................(Fig 4)............................_.................... s 3.1 _ Nominal Height of Tallest OpeningZ ...................................(Fig 4)................................................ 5 618"- 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)........................................I....................... 2.1 FOUNDATION Foundation Wails meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. _ ConcreteMasonry.........................................................................................................................._......... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4).............................................. in. _ Bolt Spacing from endfjoint of plate ............................(Fig 5)............_...................... in.s 6"-12" _ Bolt Embedment-concrete.........................................(Fig 5)................................................. in.z 7" Bolt Embedment-masonry................:........................(Fig 5)............................................ in.Z 15" _ PlateWasher...............................................................(Fig 5)..................... .z 3"x 3-x W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... _ Maximum Floor Opening Dimension...................................(Fig 6).............................�ft 512'or U2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................................. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft 5 d FloorBracing at Endwails...................................................(Fig 9)......................................:............... ......... _ Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... _ Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in. _ Floor Sheathing Fastening..................................................(Table 2).._d'nalls at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls......................... (Fig 10 and Table 5)................ .._....... ft s 10' Non-Loadbearing walls...............................................(Fig 10 and Table 5)..........................._ft 5 20' — Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.s 24"o.c. _ WallStory Offsets ........................................................(Figs 7&8)............................................_ft 5 d 42 EXTERIOR WALLS' Wood Studs Loadbearing walls.....:..................................................(Table 5)..............................2x_-_ft_in. Non-Loadbearing walls able 5 — Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................._..........................-.............. :... _ WSPAttic Floor Length................................................(Fig 11)............................................._ft>W/3 _ Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft z 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ Double Top Plate — Splice Length ........................................................(Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails)..............(Table 6)....................................................... — AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist'for Compliance(780 CIMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails)..............{Table 7)........................................................ Non-Loadbearing Wall Connections Lateral(no.of endnaled 16d common nails).._...........(rable 8)................_................... ................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ...................................................:.. (Table 9).................................. ft in.s 11' Sill Plate Spans ._...............p ............................_.......(Table 9)................................_ft_in.511' Full Height Studs (no.of studs)............................_.....(Table 9)........................................................ Non-Load Bearing Wag Openings(record largest opening but check all openings for compLnce to Table 9) HeaderSpans................................ .......................(Table 9)................................._ft_In.512' SillPlate Spans................................... (Table 9)...................................................... ft_in.512' Full Height Studs(no.of studs)............ ......................(Table 9).................................................._.... Exterior Wall Sheathing to Resist Uplift and Shear Simultaheously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ............................................................................... s 61ir Sheathing Type..............................................(note 4).......................... Edge Nag Spacing.................................._.....(fable 10 or note 4 if less)....... .................—in. Field Nag Spacing..........................................(Table 10)................................._.............. in. Shear Connection(no.,of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing...........:...........(Table 10).......:............................................ % 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).............. ... Maximum Building Dimension,L Nominal Height of Tallest Openlng2......................................................................... Sheathing Type........................... ......_(note 4)....................... Edge Nag Spacing.........................................(Table 11 or note 4 if less)........... .............—in. Field Nag Spacing..........................................(Table 11)................................................. in. _ Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11)....................................... Wag Cladding .............—% 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Ratedfor Wind Speed?.............._.................._........................... .................... ...............__.._................. 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) — Roof Overhang .................................................. (Figure 19)........... _ft s 2'or smaller of L/3 Truss or Rafter Connections at Loadbearing Wails Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral ....... able 12 ..............L= pif — Shear...............................................(Table 12)........................... plf Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T= Of .............. _ Gable Rake Outiooker.........................................(Figure 20) —ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift...............................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14)................................1...:..L=1b. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. RoofSheathing Thickness......:........................._............................:.........................._in.a 7/16'WSP — Notes: Roof Sheathing Fastening...........................................(Table 2)........._...._..............................._......... - - 1. This checklist must be met in its entirety,excluding the spectflc exception noted in 2,to comply with the requirements of 780 CMR 5301.21.1 Item 1.If the checklist is met in its entirety then the fogowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 6 ft.shall be permitted when 5%is added to the percent full-helght sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2.in.nominal thickness.pressure treated#2-grade. AFVC Guide to Xood Corrsr�ua om irr Jai Tr kHluzdAreas_IZD jTTIz lyr-ad4017E Massa chus ate Checklist far Compliance cma cl�-in san t_if:i)r a; From Tables 10 and 11 and io=&n of yr A slieaihing and Butidmg Aspect Rafia,detarm a Per c& t Futl-Helght Shieaiifmg and bW Spapng ragubrzienh b. Wood 5t'udural Panels shd be mii*=Nalmem of7116`and be installed as follows: - - i: Panels WW be it dded WD strarnglh-ass parallel to scuds. li. M hor =tal jourts stall cx=over and be naffed to yarning — u2 Dn single sbly construction,panels shall be attached b bottom plafes and inp inember of the double —--_----_-__-.-- --._ -Do fsarazhwy onrupper-F�aneFs_sha ba ditad�ed toAhe fop member.nf ftse upper double#Dp-- ---- pla a and b band joW at botbm of panel.Upper afl-ad v ent of Iower panel shall be made In band joist and Iower affachment made to lowest plain at fast fioorftming. V. Horb mnW nail spacing at double bp pbrLm-,band joists,and girders shall-be a double now of ad - staggered at 3 inrhes on center per figural below:Ve ficd and Hortmnfal Nag'ing fnr Parcel Afiachment 5. Glaring profedior[a}tier house or borimnfal addr�nn-required if prnject�1 nu7e or dosar'to shore eri(9 ��.souftr of Ria.23 ornwih of Ria•6) b)Verfical addition-not regWed Lae=there Iswive rmxwdon to iha fast floor c}repiaramentwiridovrs-needs energy conservation cornpWce only(chap 93) S.We od Frame Cans$vction Manual OWCM}for 110 MPH,Fxposute B maybe obbiriedyam Ifie Amerir nn WDDd Council (AWC)wabsUp- - • r�sscat - - ' rras�s�uracs . ATS - t, t+ -1 tl [I • 2 � Q G y tl 11 [• 1 K t it it Ll It T i _ ft L► yt = ` - s ,!I 1 n i� t- L,tr ,11 e t = _ II= i� ` l d ? At r, mrTt = r t�. t: > d a IIf ii 1` t , tl LE r _ pp _ sF ii at Rt = i Z t S uj - ` 1 IF 4l •� `fir i i _ rl i �f� t'ra� �+�• _ �cPPa'ra�r � P� 1�L ` Sea Dald$ ?n Raxt Page Ver aW and HDr mtriad t iarTing �Q far Panel Aftaphmwt ` �`ern�i Hw nmq I Naifmg Pane!Aftsrl�trterif ' r �I F r � Town of Barnstable Regulatory Services + SAMSTABLE, • NAes, g, Richard V.Scali,Director s6'9 ' Building Division Tom Perry,Building Commissioner 200 Main Sheet,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax; 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,IDaniel T schuder , as Owner of the subject property hereby authorize Harold Loyd Home Improvement to act on my behalf, in all matters relative to work authorized by this building permit application for: 46 Longview Drive,Centerville MA 02632 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Dhn/l G L S&kCIOc-1— Pit Name Print Name Date AC40RO® CERTIFICATE OF LIABILITY INSURANCE 7ATE(MMIDDIYYYY) �� 0/31/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Gregory Bates NAME: g y Risk Strategies Company PHONE (781)986-4400 NC No:(781)963-4420 15 Pacella Park Drive E-MAIL ADDRESS: Suite 240 INSURERS AFFORDING COVERAGE NAIC# Randolph MA 02368 INSURERA:Safety Insurance Company 33618 INSURED INSURER B:Guard Insurance Group Harold Loyd INSURER C: 35 Millstone Street INSURERD: INSURER E: North Falmouth MA 02556 INSURER F: COVERAGES CERTIFICATE NUMBER:CL16103123058 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR N POLICY NUMBER MM/DDIYYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 100 000 PREMISES Ea occurrence $ BMA0024527 12/2/2015 12/2/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRCT LOC O- ❑ JE PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N I A E.L.EACH ACCIDENT $ 100000 B (Mandatory in NH) RAWC767188 9/23/2016 9/23/2017 E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Harold Loyd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 103 Carllandi Cir ACCORDANCE WITH THE POLICY PROVISIONS. East Flamouth, MA 02536 AUTHORIZED REPRESENTATIVE Michael Christian/GRBl � �--�- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 f2n1a011 Ma"ssachusetts•Department of Public Safety lugBoard of Building Regulations and Standards License: CS-101750 Construction Supervisor HAROLD L LOYD PO BOX 1526 NORTH FALMOUTH.MA 5' Expiration: Commissioner 07/08/2018 r Construction Supervisor Restricted to: Unrestricted-Buildings of any use group.which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. p i O Ii Failure to possess a current edition'ofthe Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit:WWW.MASS.GOV/DPS $ r P� t f' r7+: p1 � zJ,�a�• 1 I i All Office of Consumer Affairs 8c Buses s Regulat►on OME IMPROVEMENT CONTRACTOR s o N egistration. .�56230 Typee s yo o R I Expiration-67 DBA LOYD S.HOME IMP -J=NIIEI �=r WOO N � yy ;► �HpROLD LOYD _a 0 139-BAY RID. ,1 t u :m NORTH FALMOUTH MA 02556. Undersecretary l! '1 r s z c+ c r °FtME rq The Town of Barnstable snarrsTABM 9�A "M �0� Department of Health Safety and Environmental Services �Ec ,r . Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner May 5,2000 Charles&Mary Ellen Bangs 46 Longview Drive Centerville,MA 02632 Re: 46 Longview Drive,Centerville(Map 251/Parcel 069) Dear Property Owner: A review of our records,including the permitting history of 46 Longview Drive,as well as the Zoning Board of Appeals records indicates that the use of that address as anything other than a single- family home is illegal. You are hereby ordered to discontinue the use of the above referenced property as it is now being . used and restore it to a single-family home. You are to accomplish this work and notify this office to inspect within 14 days of your receipt of this letter. A building permit must be applied for to redesign the layout to accommodate the conversion. You must do this before you make any changes. You have the right to appeal this decision. If you so choose,we will be more than happy to help you. If we do not hear from you within the 14 days,we will be forced to seek criminal action against you. Ve yours, Gloria M.Urenas ZONING ENFORCEMENT OFFICER GMU/kl q-forms-g980218a JOSEPH D. DALUz Building Commissioner TELEPHONE: 775.1120 EXT. 107 TOWN OR BARNSTABLeE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 March 23, 1988 Mrs. Barbara LaFleur -'--467Longview Drive 4 Centerville, MA 02632+ RE: . Lot #13 Longview Drive, Centerville Dear Mrs. LaFleur: This letter is in response to your inquiry re Town of Barnstable Building Permit #8286 issued on October 4, 1962 for the above referenced property. Chapter 481 of the M.G.L. was adopted November 10, 1987 and would, in effect, protect any structure from civil or criminal action for an alleged violation of the provisions of this Chapter. Such protection would be for a period of ten (10) years. Since a building permit was issued in 1962, it would be my opinion, that the structure would be protected from any alleged violation. Peace, n o � Jo �h D. DaLu, Building Commissioner JDD/gr t, �4 lvylri-"� `v, /90 I v at cPelrrd blA ;11W CJ� f